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' Name: ROOF Customer:Shaw/Stewart Lbr �P0:343468 TI:A Qty:19 <br /> 1�2EVRCB 3UQ. Hl� C8I Cr TC: 2x 4 FL N1/N2 (2� Bottam chord has baea loadpd with 10 ps£ ���Joint Locatione� <br /> -1907 D.04 0.6T 0.70 A �� 2x 4 PL A1/i2 (i� liva load appliad non-oonourrantly. 1) 0- 0- 0 5) 2C- 0- 0 9) 8- 0- 0 <br /> 2-, 3 -1674 O.D4�O.b3 O.ST A �0 � 3 ePF BTUD (N) All �RSSBION Chords are asewasd to bs 2) 6- 0- Q 6) 24- 0- 0 �01 0- 0- 0 <br /> 3� d -1674 0.06 0.53 0.57 A �' Zx 4 FL il/M2 (N► continuously braced un].eea notad otharwise. 3) 12- 0- 0 7) 16- 0- 0 <br /> bR1LTIP73 LQADCASES -- Thia deoign ia the Thia truss ia d•signod in sccordanaa with 4)^18T^0' 0 8) 16- 0- 0 <br /> 4;5 -1907 0.04 0.67 0.70 A ��osite rssult of multiple loadcasaa. tha 2006 Zntarnational Residential Code - - TOT14.L C8SI637 LOADS '-"'-""" <br /> WndLod per AeCS 7^OS, MNFRS/CiC, Ve 90mnh, sectioas R502.11.1 and R802.10.2 and Uni£ozsa PLF From PLF To <br /> � gpg� �, � �g=�. H= 23.0 ft, Ia 1.00, &xp•CaL. C, Kct� 1.0 zoforancxd stsndards, U.N.O. TC Vert L+II -9Q - 2- 0- 0 -90 12-'0- 0 <br /> 10+9 1525 0.31 0.60 0.90 H Hld S�pa� �al L= 24.0 fL�P= 24.Q ft Truss In-Plant Quslity Aseusanco with Cq � 1,00 TC Vort IhD -90 12- 0- 0 -90 26- 0- 0 <br /> 9� B 1081 0.11 0.47 O.SB 8 in S2ID aone, TCDIt 6.0 prF, BC�Iw 6.0 ps! In-Plant Qua].ity Aseuranca, por HC Vart L+D -20 0- 0- 0 -20 21- 0^ 0 <br /> ""�X. REACTIONB YER HEARIN6 I.00ATIOPI-`-" eac. 3,2.4 0! TPI'1-02, for joint(a): <br /> 8- 7 1051 0.11 0.47 0.58 8 X-Loc SSet Vart Horis UQIi£t Y R�po 1,5,7,9 <br /> T- 6 1525 0.31 0.60 0.90 8 0- 2-12 2 1800 152 -297 H Hsn --------GLOHAL 29�7C "p'��"'"SOti6-_---__^^ <br /> 23- 4= 4 1 1500 0 -297 H H Roll LL TL <br /> w� � � �R� PROVmS UPLIFT CONNECTIOtt FER SCHEDVLE in./Ratio in./Ratio Jatla). : <br /> 2- 9 -417 3- 7 573 ' I.Span -0.21/999 -0.37/743 8'9 <br /> Horiz. O.QS 0.11 NA <br /> 9- 3 573 7- 4 -417 Raca�e�dad Ca:ob•r top and bottom chord: -0.25 <br /> Long tasm daflection faotor = 1.50 <br /> Sae •xplanation of Ropetitiva <br /> Me�aber Fxator. Cr, on <br /> ' raverae side of pmper ox <br /> TSC Form 8.14.2007. <br /> iz-ao iz-ao <br /> ] 2 3 4 5 <br /> � 7.00 -7.OQ <br /> , Sx4 <br /> 1.Sx4 1.Sx4 <br /> . 7-7-9 <br /> 8-6-1 . <br /> 0-?-9 [Sx4 Sx4} Q'�`9 <br /> 3x4 3x4 � <br /> � 3x6 <br /> I5�SO" 1500#�5.50" <br /> za-a o <br /> z�a o ° 9 za-a-0 8 � �-a o <br /> ExCBPT 8s 3H �ARS MiT.k MP20 (R2-3-1 ) Scale=0.2235 <br /> WARNING: Eng Job: WO: 3A3468 <br /> READ ALL NOR63 ON 'tNIS SNBBT. A CO?Y 08 TBIS DRAiPSNG TO BE�GIVEN TO <br /> , r.nscrzric coNrar.cxon, sw.csNc a�uwu�c: Dwq: TI: A <br /> 6�g,bo�+,waatraa�i.m��n4�g.�inaera�.w�+�trooin�a,Nw.�er�wkmu.pxtoriDe Dsqnr:SpPD Chk: 2/3/2011 <br /> � h�ldag da�iBnvW��8rioh wut4e eauidwed bY 9�e bui�iN demsec Hrumg thmw u for�Nttal aWpwn of wu <br /> ����� mmMa ady w rd�xo wek�ng ko�h.erovuimr muu be mxb.te�mdw htsm�tcacsne a enM ad qxdfiea bemiw TC Live 35.0 sf Lbr DF: 1.15 <br /> de�amined by tlu 6�kd'in�daipxr.AddNwwlb.cu�Q el�M ewoll Wua�ae m+p W rcquroed.(See}!�•91 a'74�Fa P <br /> �paa7icxuabuciagrcQui�armntr,wnualnildingdmspar.(hm+PwemaitWe,TP1 u lowce uSe3pq�efrio Plt DF: 1.25 <br /> ta;�e.aw�,w��sm�i. TC Dead 10.0 paf <br /> . Componsnt&ynrewi�bY:Twr Hoginas�y Co.,P.M 818 Swidoidc Rd,fidmam,NC 2191T SC Live 0.0 psf O.C.: 2- 0- 0 <br /> IRC-06/TPI-02/ND3-05 <br /> SC Daqd 10.0 psf C�; <br /> � TOTAL 55.0 sf v5.5.30-9058743 <br /> Daeiqn: Matsix Analysis Profile Path: F:�trusjobs\3d3000\3d3468\R008�A.prx <br />